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HomeMy WebLinkAbout#8026-Rontiris plans last dated 3-19-25 DRAWING LIST CONTRACT DWG NO. DRAWING TITLE se ETTNO. A001.00 COVER PAGE&DRAWING LIST 1 A002.00 GENERAL NOTES 2 A003.00 GENERAL NOTES 3 A004.00 GENERAL NOTES&ENERGY CODE COMPLIANCE 4 A005.00 GENERAL NOTES 5 A006.00 GENERAL NOTES 6 A030.00 SITE PLAN&ZONING 7 A031.00 ENLARGED SITE PLAN 8 A061.00 REMOVAL PLANS 9 A062.00 REMOVAL ELEVATIONS 10 A063.00 REMOVAL ELEVATIONS 11 A101.00 FIRST FLOOR PLAN 12 A102.00 SECOND FLOOR&ROOF PLAN 13 A201.00 ELEVATIONS 14 A202.00 ELEVATIONS 15 A301.00 SECTIONS 16 A302.00 SECTION DETAILS 17 A801.00 REFLECTED CEILING PLANS 18 HOUSE RENOVATION S100.00 FOUNDATION PLAN 19 S101.00 FIRST FLOOR FRAMING PLAN 20 S102.00 SECOND FLOOR FRAMING PLAN 21 240 KNOLL CIRCLE S103.00 ROOF FRAMING PLAN 22 P100.00 PLUMBING RISER DIAGRAM 23 EAST MARION , NY 11939 IF L_ %ofte 'k TL rlu Jr } a ARCHITECT: I �� I I O DRAWING TITLE: COVER & D RAW I N G LIST REVISIONS SEAL: A DATE:3/19/2025 SCALE: NTS CNO. DESCRIPTION DATE �+, DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO.r, 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE + � NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 A001 , 00 www.ciardullo.com EAST MARION, NY 11939 { GENERAL NOTES 1. THE PROPOSED PROJECT IS THE RENOVATION TO AN EXISTING HOUSE. A CONTINUOUS DORMER WILL BE ADDED SECTION R300 BUILDING PLANNING TABLE R301.6 TO EXISTING SECOND FLOOR TO CREATE MORE USABLE SPACE. THE SECOND FLOOR WILL INCLUDE THREE TABLE R301.2.1.3: WIND SPEED MIN. ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT BEDROOMS AND TWO BATHROOMS.THE FIRST FLOOR WILL INCLUDE A RENOVATED KITCHEN,NEW LAUNDRY ROOM,FAMILY ROOM AND COMBINED LIVING/DINING ROOM. ONE AND A HALF BATHROOMS WILL BE RENOVATED CONVERSIONS OF HORIZONTAL PROJECTION AT THEIR EXISTING LOCATIONS. AN EXISTING GARAGE WILL REMAIN UNCHANGED. FASTEST MILE TAKEN TRIBUTARY LOADED AREA IN SQ FT FOR ANY 2. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW 3 SECOND GUST 120 FROM TABLE 301.2(1) ROOF SLOPE YORK STATE AND LOCAL JURISDICTIONS REQUIREMENTS. STRUCTURAL MEMBER 3. THE OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODS, FASTEST MILE 100 0 TO 200 201 TO 600 OVER 600 TECHNIQUES,SEQUENCES OR PROCEDURES,OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH RISE 4"/FT(1:3)TO LESS 12"/FT(1:1) 16 14 12 THE WORK. RISE 12"/FT(1:1)AND GREATER 12 12 12 4. DO NOT SCALE THE DRAWINGS.USE DIMENSIONS ONLY.ALL DIMENSIONS TO BE CHECKED BY THE TABLE R301.5 CONTRACTORS PRIOR TO CONSTRUCTION. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 5. THE CONTRACTOR SHALL VISIT THE SITE AND BE RESPONSIBLE FOR HAVING RECORDED ALL CONDITIONS WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE THE SCOPE OF THE PROJECT.NO CLAIMS FOR EXTRA COMPENSATION BASED ON IGNORANCE OF VISIBLE OR TABLE R301.7 IMPLIED CONDITIONS WILL BE CONSIDERED. USE LIVE LOAD(#/SQ.FT.) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 6. THE CONTRACTOR(S)SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING AND NEW MATERIALS AND 2020 RESIDENTIAL CODE OF NEW YORK STATE CONDITIONS WITHIN THE PROPOSED CONSTRUCTION AREA.ANY DAMAGE CAUSED BY OR DURING THE DECKS 40 STRUCTURAL MEMBER ALLOWABLE EXECUTION OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR(S)AND SHALL BE REPAIRED TO THE PASSENGER VEHICLE GARAGES 50 DEFLECTION OWNER'S SATISFACTION AT THE CONTRACTOR(S)'SOLE EXPENSE. ROOMS OTHER THAN SLEEPING ROOMS 40 RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 7. ALL WORK SHALL BE DONE IN A WORKMANSHIP-LIKE MANNER ACCORDING TO COMMON ACCEPTABLE INDUSTRY WITH NO FINISHED CEILING ATTACHED TO RAFTERS STANDARDS AND PRACTICES. SLEEPING ROOMS 30 8. ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INTERIOR WALLS AND PARTITIONS H/180 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. FLOORS AND PLASTERED CEILINGS L/360 9. HEIGHT AND AREA LIMITATIONS ALL OTHER STRUCTURAL MEMBERS L/240 EXISTING AND PROPOSED ADDITION ARE UNPROTECTED WOOD-FRAMED CONSTRUCTION. EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 • 2 STORY DWELLING FINISH (BASEMENT DOES NOT HAVE HABITABLE OCCUPANCIES) EXTERIOR WALLS-WINDS LOADS WITH BRITTLE L/240 FINISHES EXTERIOR WALLS-WINDS LOADS WITH FLEXIBLE L/120 R302 FIRE-RESISTANT CONSTRUCTION FINISHES EXTERIOR WALLS; CONSTRUCTION,PROJECTIONS,OPENINGS AND PENETRATIONS SHALL COMPLY WITH TABLE R302.1 (1) TABLE R302.1(1) EXTERIOR WALLS R302 FIRE-RESISTANT CONSTRUCTION R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION EXTERIOR WALL ELEMENT MINIMUM MINIMUM FIRE OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE FIRE-RESISTANCE RATING SEPARATION DISTANCE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. FIRE-RESISTANCE 1 HOUR-TESTED IN ACCORDANCE WITH ASTM El19 UL 263 OR SECTION R302.5.1 OPENING PROTECTION. RATED 703.3 OF THE INTERNATIONAL BUILDING CODE WITH EXPOSURE FROM BOT WALLS SIDES BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE NOT FIRE RESISTANCE 0 HOURS 0 FEET EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 g'THICKNESS,SOLID OR HONEYCOMB RATED CORE DOORS NOT LESS THAN 1 8"THICK,OR 20 MINUTE FIRE-RATED DOORS. NOT ALLOWED NA <2 FEET R302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE FIRE-RESISTANCE 1 HOUR ON THE UNDERSIDE,OR HEAVY TIMBER,OR >2 FEET TO DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO.26 GA SHEET STEEL PROJECTIONS RATED FIRE-RETARDANT-TREATED WOOD a,, <5 FEET OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. R302.5.3 OTHER PENETRATIONS. NOT FIRE-RESISTANCE 0 HOURS >5 FEET PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE RATED PROTECTED AS REQUIRED BY SECTION R302.11,ITEM 4. R302.6 DWELLING-GARAGE FIRE SEPARATION. NOT ALLOWED NA <2 FEET THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO OPENINGS 25%MAXIMUM OF WALL 0 HOURS GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. IN WALLS AREA 3 FEET R302.9.1 FLAME SPREAD INDEX AND SMOKE DEVELOPED INDEX FOR WALL AND CEILING FINISHES WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN UNLIMITED 0 HOURS 5 FEET 200. EXCEPTION: NOT ALLOWED NA <2 FEET FLAME-SPREAD REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS COMPLY WITH PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND HANDRAILS;TO DOORS AND WINDOWS OR PENETRATIONS ALL SECTION R302.4 <3 FEET THEIR FRAMES;OR TO MATERIALS THAT ARE LESS THAN 1/28"IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME-SPREAD VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A NONE REQUIRED NONCOMBUSTIBLE BACKING. UNLIMITED 3 FEET R302.9.2 WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. NOTES: R302.9.3 TESTING TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. FOR ALTERNATIVE a. THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TOO HOURS ON THE UNDERSIDE OF THE EAVE OVERHANG IF TESTING METHODS REFER TO R302.9.4. FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. b. THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TOO HOURS ON THE UNDERSIDE OF THE RAKE OVERHANG WHERE GABLE VENT OPENINGS ARE NOT INSTALLED. ARCHITECT: Ciardullo DRAWING TITLE: NOTES REVISIONS SEAL: DATE:11912025 SCALE: NTS NO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. t NEW YORK,NY 10036 240 KNOLL CIRCLEA002 ,00 www.c ardullo.0com EAST MARION, NY 11939 f R302 FIRE-RESISTANT CONSTRUCTION (CONT.) R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. R307 TOILET, BATH AND SHOWER SPACES R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. R307.1 SPACE REQUIRED. R302.10.1 INSULATION BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE 7.3.2.OF THE PLUMBING FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE SUBCODE ENTITLED"MINIMUM FIXTURE CLEARANCES" INSULATION MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES, 10-FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING 4" MIN 4" MIN 4" MIN " MIN WALL ASSEMBLIES,CRAWL SPACES AND ATTIC S SHALL EXHIBIT A FLAME-SPREAD INDEX NOT TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS. T T T T EXCEED 25 AND A SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.INSULATING MATERIALS WERE TESTED IN ACCORDANCE WITH THE R302.11.1.2 UNFACED FIBERGLASS t= TUB REQUIREMENTS OF THIS SECTION,SHALL INCLUDE FACINGS,WHERE USED,SUCH AS VAPOR UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL RETARDERS,VAPOR PERMEABLE MEMBRANES AND SIMILAR COVERINGS. FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES MEASURED VERTICALLY. WHERE PIPING EXCEPTIONS; CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION 1. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE FLAME SPREAD INDEX SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS,PROVIDED THAT 15" 15" THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. CEILING,FLOOR OR WALL FINISH. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK 2. CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED AND THAT COMPLIES UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR TUB co o WIT THE REQUIREMENTS OF SECTION R302.10.3 SHALL NOT BE REQUIRED TO MEET A USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH THE SPREAD OF FIRE AND HOT GASES. CAN/ULC S102.2. N J N J 30" 24" 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. MIN LEAR� R302.10.2 LOOSE-FILL INSULATION R302.11.2 FIREBLOCKING INTEGRITY TUB LOOSE FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E84 OR UL 723 THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD R307.2 BATHTUB AND SHOWER SPACES. AND SMOKE-DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC R302.12 DRAFTSTOPPING BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER S102.2. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DRAFTSTOPS SHALL BE SURFACE.SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET EXCEPTION: CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 ABOVE THE FLOOR. ACCORDANCE WITH CAN/ULC S102,PROVIDED THAT SUCH INSULATION COMPLIES WITH THE SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3 APPROXIMATELY EQUAL AREAS. WHERE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALL BE PROVIDED IN R308 GLAZING FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: R308.1 IDENTIFICATION. R302.10.3 CELLULOSIC LOOSE-FILL INSULATION EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN CELLULOSIC LOOSE-FILL INSULATION MATERIALS SHALL COMPLY WITH CPSC 16 CFR,PARTS 1209 AND 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. HAZARDOUS LOCATION AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A 1404. EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION,THE TYPE WITH CPSC 16 CFR,PARTS 1209 AN 1404. MEMBERS. OF GLASS AND THE SAFETY GLAZING STANDARD WHICH IT COMPLIES,AND THAT IS VISIBLE R302.10.4 EXPOSED ATTIC INSULATION R302.12.1 MATERIALS IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED,SANDBLASTED,EXPOSED INSULATION MATERIALS ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX OF NOT DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2-INCH GYPSUM, CERAMIC-FIRED,LASER ETCHED,EMBOSSED,OR BE OF A TYPE THAT ONCE APPLIEDCANNOT BE REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 3/8-INCH WOOD STRUCTURE PANELS OR OTHER APPROVED MATERIALS LIEU OF THE MANUFACTURER'S DESIGNATION. ADEQUATELY SUPPORTED-DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO R302.10.5 TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH ASTM E970. THE FLOOR FRAMING UNLESS OTHERWISE APPROVED BY THE BUILDING R308.3 HUMAN IMPACT LOADS OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. INDIVIDUAL GLAZED AREAS,INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST R302.13 FIRE PROTECTION OF FLOORS REQUIREMENTS OF SECTION R308.3.1. R302.11 FIREBLOCKING. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE EXCEPTION: MIRRORS AND GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 1/2-INCH GYPSUM WALLBOARD HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, MEMBRANE,5/8-INCH WOOD STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE PROVIDES A CONTINUOUS BACKING SUPPORT. AND BETWEEN A TOP STORY AND ROOF SPACE. UNDERSIDE OF FLOOR FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS, VENTS,ELECTRICAL OUTLETS,LIGHTING DEVICES,LUMINARIES,WIRES,SPEAKERS, R308.3.1 IMPACT TEST FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. WHERE REQUIRED BY OTHER SECTIONS OF THE CODE,GLAZING SHALL BE TESTED IN LOCATIONS: ACCORDANCE WITH CPSC 16 CFR 1201. GLAZING SHALL COMPLY WITH THE TEST CRITERIA 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES EXCEPTIONS: FOR CATEGORY II UNLESS OTHERWISE INDICATED IN TABLE R308.3.3(1). AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN AUTOMATIC 1.1 VERTICALLY IN CEILING AND FLOOR LEVELS. SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904 NFPA 13D,OR OTHER EXCEPTION: GLAZING NOT IN DOORS OR ENCLOSURES FOR HOT TUBS,WHIRLPOOLS, 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. APPROVED EQUIVALENT SPRINKLER SYSTEM. SAUNAS,STEAM ROOMS,BATHTUBS AND SHOWERS SHALL BE PERMITTED TO BE TESTED IN 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR ACCORDANCE WITH ANSI Z97.1.GLAZING SHALL COMPLY WITH THE TEST CRITERIA FOR AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR ELECTRIC-POWERED HEATING CLASS A UNLESS OTHERWISE INDICATED IN TABLE R308.3.1(2). 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE APPLIANCES. RUN. ENCLOSED SPACES UNDER THE STAIRS SHALL COMPLY WITH SECTION R302.7. 3. PORTIONS OF THE FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE UNPROTECTED R308.4.3 GLAZING IN WINDOWS 4. AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING AND FLOOR WERE COMPLYING WITH THE FOLLOWING: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL THE FOLLOWING LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND 3.1 THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED 80 CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. PRODUCTS OF COMBUSTION. THE MATERIAL FILING THIS ANNULAR SPACE SHALL NOT BE SQUARE FEET. REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 3.2 FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE R1003.19. THE PERIMER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED FEET. PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18"ABOVE THE R302.11.1 FIREBLOCKING MATERIALS. 4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE FLOOR. EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4, FIREBLOCKING SHALL CONSIST OF THE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION,OR 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36"ABOVE THE FLOOR. FOLLOWING MATERIALS. OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES MEASURED PERFORMANCE. HORIZONTALLY AND IN A STRAIGHT LINE OF THE GLAZING. 1. TWO-INCH NOMINAL LUMBER. R308.4.6 GLAZING AND WET SURFACES 2. TWO THICKNESS OF 1-INCH NOMINAL WITH BROKEN LAP JOINTS R302.14 COMBUSTIBLE INSULATION CLEARANCE. GLAZING IN WALLS OR ENCLOSURES OF A BATHTUB OR SHOWER WHERE THE EXPOSED 3. ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES FROM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY 23/32-INCH WOOD STRUCTURAL PANELS . RECESSED LUMINARIES,FAN MOTORS AND OTHER HEAT-PRODUCING DEVICES. WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. 4. ONE THICKNESS OF 3/4-INCH PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH PARTICLEBOARD. EXCEPTION: WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER 5. ONE-HALF-INCH GYPSUM BOARD. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING REQUIREMENTS 6. ONE-QUARTER-INCH CEMENT-BASED MILLBOARD. SHALL BE SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE LISTING. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El19 OR UL REQUIREMENTS OF SECTION N1102.4 OF THIS CODE. 263,FOR SPECIFIC APPLICATION. ARCHITECT: Ciardullo DRAWING TITLE: NOTES REVISIONS SEAL: DATE:11912025 SCALE: NTS NO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. t NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 mob www.ciardullo.com EAST MARION, NY 11939 N A003 , 00 R311 MEANS OF EGRESS R312 GUARDS AND WINDOW FALL PROTECTION TABLE N1102.1.2 R312.1.1 GUARDS SHALL BE PROVIDED AT LANDINGS LOCATED MORE THAN 30 INCHES INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT R311.1 A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW. EGRESS TRAVEL IS PROVIDED FROM ALL PORTIONS OF THE DWELLING 2020 RESIDENTIAL CODE OF NEW YORK STATE WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE EGRESS DOORS R312.1.2 GUARDS SHALL BE 36 INCHES IN HEIGHT MEASURED VERTICALLY ABOVE OPEN DIRECTLY INTO A YARD THAT OPENS TO A PUBLIC WAY. ADJACENT WALKING SURFACE. N1101.10 BUILDING THERMAL ENVELOPE INSULATION R311.2 EGRESS DOORS ARE SIDE-HINGED AND PROVIDE A CLEAR WIDTH OF NOT R312.1.3 GUARDS SHALL NOT HAVE AN OPENINGS THAT ALLOW PASSAGE OF A SPHERE • AN R-VALUE IDENTIFICATION MARK SHALL BE APPLIED BY MANUFACTURER ON EACH PIECE OF THE BUILDING LESS THAN 32 INCHES WHERE MEASURED FROM THE FACE OF THE DOOR TO 4 INCHES IN DIAMETER. THERMAL ENVELOPE THAT IS 12 INCHES OR GREATER. THE STOP WITH THE DOOR OPEN 90 DEGREE. THE CLEAR HEIGHT OF THE • CERTIFICATIONS AS NOTED IN THIS SECTION. DOOR OPENING IS NOT LESS THAN 78 INCHES MEASURED FROM THE TOP OF R312.2 WINDOW FALL PROTECTION. THE THRESHOLD TO THE BOTTOM OF THE STOP. ALL SILLS OF OPERABLE WINDOWS WITH THE OPENING ABOVE THE FINISH N1101.10.3 FENESTRATION PRODUCT RATING SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100. GRADE OR OTHER SURFACE BELOW THE EXTERIOR OF THE BUILDING SHALL BE R311.3 LANDING AND FLOORS ON EACH SIDE OF EACH EXTERIOR DOOR IS NOT LOCATED GREATER THAN 24 INCHES ABOVE THE FINISHED FLOOR. N1102.4.1.1 A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. BREAKS OR JOINTS IN THE AIR LESS THAN 36"MEASURED IN THE DIRECTION OF TRAVEL AND NOT LESS IN BARRIER SHALL BE SEALED.AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. WIDTH THAN THE DOOR SERVED. THE SLOPE OF THE LANDING DOES NOT EXCEED A 2 PERCENT SLOPE. RIM JOISTS SHALL BE INSULATED AND INCLUDE THE AIR BARRIER. R317.3.1 FASTENERS, INCLUDING NUTS AND WASHERS,FOR PRESERVATIVE-TREATED WOOD R311.5 EXTERIOR LANDING ATTACHMENT: SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL,STAINLESS STEEL, BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT SO THAT THE INSULATION READILY CONFORMS TO THE CAVITY • FRONT ENTRANCE LANDING IS SELF-SUPPORTING. SILICON BRONZE,OR COPPER. STAPLES SHALL BE OF STAINLESS STEEL. COATING • REAR DECK LANDING IS POSITIVELY ANCHORED TO THE PRIMARY TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED SPACE. STRUCTURE. WOOD SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, NOT LESS THAN ASTM A653 TYPE G185 ZINC-COATED GALVANIZED STEEL OR AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. EQUIVALENT,SHALL BE USED. EXCEPTIONS: RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING ENVELOPE SHALL BE AIR TIGHT,IC RATED,AND SEALED TO 1. 1/2"DIAMETER OR GREATER STEEL BOLTS. THE DRYWALL. 2. FASTENERS OTHER THAN NAILS,STAPLES AND TIMBER RIVETS SHALL BE R317 PROTECTION AGAINST DECAY PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL AND BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS,OR INSULATION COATING WEIGHTS IN ACCORDANCE WITH ASTM B695,CLASS 55 MIN. THAT READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. 3. PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE R317.1 AT THE FOLLOWING LOCATIONS,USE A NATURALLY DURABLE WOOD OR WOOD PRESERVATIVE-TREATED WOOD IN AN INTERIOR,DRY ENVIRONMENT SHALL BE EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER SEPARATING THEM THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1. PERMITTED. FROM THE SHOWERS AND TUBS. 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN R317.3.3 FASTENERS, INCLUDING NUTS AND WASHERS,FOR FIRE-RETARDANT-TREATED CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12"TO EXPOSED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE OF THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED BOXES GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE HOT-DIPPED ZINC COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE, SHALL BE INSTALLED. PERIPHERY OF THE BUILDING FOUNDATIONS. OR COPPER. FASTENERS OTHER THAN NAILS,STAPLES AND TIMBER RIVETS SHALL 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH AN AIR BARRIER SHALL BE INSTALLED ON FIREPLACE WALLS. EXTERIOR WALLS AND ARE LESS THAN 8"FROM EXPOSED GROUND. COATING WEIGHTS IN ACCORDANCE WITH ASTM B695,CLASS 55 MIN. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN R317.3.4 FASTENERS, INCLUDING NUTS AND WASHERS,FOR FIRE-RETARDANT-TREATED IMPERVIOUS WATER BARRIER. WOOD USED IN INTERIOR LOCATIONS SHALL BE IN ACCORDANCE WITH THE Generated by REScheck-Web Software 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE MANUFACTURER'S RECOMMENDATIONS. IN ABSENCE OF THE MANUFACTURER'S Compliance Certificate WALLS HAVING CLEARANCES OF LESS THAN' INCH ON TOPS,SIDES AND RECOMMENDATIONS,SECTION R317.3.3 SHALL APPLY. ENDS. CAJI 5. WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6"FROM THE GROUND. Project 240 Knoll Circle 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS R318 PROTECTION AGAINST SUBTERRANEAN TERMITES Energy Code: 2020 NYStretch-2018 IECC OR ROOFS THAT ARE EXPOSED TO THE WEATHER,SUCH AS CONCRETE OR SEE G01 FOR TABLE R301.2(1)CLIMATE AND GEOGRAPHIC DESIGN CRITERIA. Location: Southold,New York Construction Type: Single-family MASONRY SLABS,UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN Project Type: Alteration IMPERVIOUS MOISTURE BARRIER. Project SubType: None 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED Climate zone: 4 (5572 HDD) Permit Date: DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE Permit Number: WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS All Electric false APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING Is Renewable false Has Charger false MEMBERS. Has Battery: false Has Heat Pump: false R317.1.1 FIELD CUT ENDS,NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. Construction Site: Owner/Agent: Designer/Contractor: 240 Knoll Circle George Varthalamis R317.1.2 ALL WOOD IN CONTACT WITH THE GROUND,EMBEDDED IN CONCRETE EXPOSED East Marion,NY 11939 Ciardullo Architecture& TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR 41771ng F fthlAvve. Bth HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED NewFloor york,NY 10016 WOOD SUITABLE FOR GROUND CONTACT USE. 212 oo gvartha la halam mis@cia rdul lo.com R317.1.4 WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE Compliance:Passes using prescriptive requirements for alteration projects OR APPROVED PRESSURE PRESERVATIVE-TREATED WOOD. EXCEPTION: DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING NOT LESS THAN 1 INCH ABOVE A CONCRETE FLOOR OR Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck.Each slab-on-grade 6"ABOVE EXPOSED EARTH. assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. R317.2 LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED Envelope Assemblies SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or -Value -Value -Factor U-Factor UA UA MAINTAINS CONTINUING SUPERVISION,TESTING AND INSPECTION OVER THE QUALITY OF THE PRODUCT AND THAT HAS BEEN APPROVED BY AN Window:Wood Frame 225 0.270 0.270 61 61 SHGC:0.30 ACCREDITATION BODY THAT COMPLIES WITH THE REQUIREMENTS OF THE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD PROGRAM. calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:240 Knoll Circle Report date: 01/09/25 Data filename: Page 1 of 2 ARCHITECT: i a rd u l l o DRAWING TITLE. NOTES & ENERGY CODE COMPLIANCE REVISIONS SEAL: DATE:1/9/2025 SCALE: NTS CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. -Or NEW YORK,NY 10036 240 KNOLL CIRCLEA004 ,00 www.c ardullo.0com EAST MARION, NY 11939 f BUILDING COMPONENT CRITERIA e.) THE ENDS OF EACH JOIST,BEAM,OR GIRDER SHALL HAVE NOT LESS THAN 1.5"OF BEARING ON WOOD 1. FOUNDATIONS OR METAL AND NOT LESS THAN 3" ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A 1X4 3.) WALL CONSTRUCTION a.) LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS.THE BY RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. a.) LOAD BEARING DIMENSION LUMBER FOR STUDS,PLATES,AND HEADERS SHALL BE IDENTIFIED BY A GRADE MARK OF LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6"WITHIN THE FIRST 10'. BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS20. f.) JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS BY BY FULL DEPTH SOLID BLOCKING NOT b.) IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD-BEARING VALUES IN TABLE LESS THAN 2"NOMINAL IN THICKNESS;OR BY ATTACHMENT TO A HEADER,BAND,OR RIM JOIST,OR TO R401.4.1 SHALL BE ASSUMED: AN ADJOINING STUD;OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT b.) STUDS SHALL BE#2 SPRUCE-PINE-FIR GRADE LUMBER ROTATION. c.) EXTERIOR WOOD FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE TABLE R401.4.1: PRESUMPTIVE LOAD BEARING VALUES OF WITH THE CHAPTER 6 OF THE NY BUILDING CODE AND FIGURES R602.3(1)AND R602.3(2)OR IN FOUNDATION MATERIALS g.) STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT,BORED OR NOTCHED IN EXCESS OF THE ACCORDANCE WITH AF&PA/NDS.COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN LIMITATIONS SPECIFIED IN R502.8 OF THE IRC,2021. ACCORDANCE WITH TABLES R602.3(1)THROUGH R602.3(4). ALL EXTERIOR WOOD FRAME WALLS CLASS OF MATERIAL LOAD-BEARING PRESSURE(#/FT) SHALL BE CONSTRUCTED WITH 2X6 @ 16"O.C. CRYSTALLINE BEDROCK 12,000 h.) CUTS,NOTCHES AND HOLES BORED IN TRUSSES,LAMINATED VENEER LUMBER,GLUE-LAMINATED d.) WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE MEMBER,OR I-JOISTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS.END JOINTS IN SEDIMENTARY&FOLIATED ROCK 4,000 SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER. TOP PLATE SHALL BE OFFSET AT LEAST 24". SANDY GRAVEL AND/OR GRAVEL 3,000 i.) FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE R602.3(1).WHERE POSTS AND BEAM e.) WHERE JOISTS,TRUSSES,OR RAFTERS ARE SPACED MORE THAN 16"O.C.AND THE BEARING STUDS BELOW ARE SPACED 24"O.C.,SUCH MEMBERS SHALL BEAR WITHIN 5"OF THE STUDS SAND,SILTY SAND,CLAYEY SAND,SILTY OR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING,POSITIVE CONNECTIONS SHALL BENEATH. GRAVEL&CLAYEY GRAVEL 2,000 BE PROVIDED TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. f.) STUDS SHALL HAVE FULL BEARING ON A NOMINAL 2X OR LARGER PLATE OR SILL HAVING A CLAY,SANDY CLAY,SILTY CLAY,CLAYEY 1,500 WIDTH AT LEAST EQUAL TO WIDTH OF THE STUDS. SILT,SILT AND SANDY SILT j.) OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH A DEADER AND TRIMMER JOISTS.WHEN THE g.) INTERIOR LOAD-BEARING WALLS SHALL CONSTRUCTED,FRAMED AND FIREBLOCKED AS HEADER JOIST SPAN DOES NOT EXCEED 4',THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE SPECIFIED FOR EXTERIOR WALLS. c.) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. AS THE FLOOR JOIST.SINGLE TRIMMER JOISTS MAY BE USED TO CARRY A SINGLE HEADER JOIST THAT IS h.) INTERIOR NON-BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 STUDS SPACED @16"O.C. LOCATED WITHIN 3'OF THE TRIMMER JOIST BEARING.WHEN THE HEADER JOIST SPAN EXCEEDS 4',THE WITH NO SPACING GREATER THAN 24"O.C.INTERIOR NON-BEARING WALLS SHALL BE d.) ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONCRETE FOOTINGS.FOOTINGS SHALL BE SUPPORTED ON THE TRIMMER JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION FIREBLOCKED IN ACCORDANCE WITH SECTION 602.8. UNDISTURBED NATURAL SOILS OR ENGINEERED FILL. TO SUPPORT THE FLOOR JOISTS FRAMING INTO THE HEADER.APPROVED HANGERS SHALL BE USED FOR THE HEADER JOIST TO TRIMMER JOIST CONNECTIONS WHEN THE HEADER JOIST SPAN EXCEEDS 61.TALL JOISTS OVER 12"LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER i.) ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A e.) ALL EXTERIOR FOOTINGS&FOUNDATIONS SYSTEMS SHALL EXTEND BELOW THE FROST LINE(36"). ALL INTERIOR STRIPS NOT LESS THAN 2"X2". DEPTH NOT EXCEEDING 25%OF ITS WIDTH.STUDS IN NONBEARING PARTITIONS MAY BE FOOTINGS SHALL BE PLACED AT LEAST 12"BELOW THE UNDISTURBED GROUND. NOTCHED TO A DEPTH NOT TO EXCEED 40%OF A SINGLE STUD WIDTH.ANY STUD MAY BE BORED OR DRILLED,PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO GREATER f.) CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318 OR ACI 530/ASCE 5/TMS 402. k.) WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING THAN 40%OF THE STUD WIDTH,THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8"TO THE ASSEMBLY,DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES EDGE OF THE STUD,AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOT EXCEED 1,000SF.DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY NOTCH. g.) THE WOOD SOLE PLATE AT EXTERIOR WALLS ON MONOLITHIC SLABS AND WOOD SILL PLATE SHALL BE ANCHORED TO THE EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AN CEILING FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 6'O.C. ANCHOR BOLTS SHALL ALSO BE LOCATED WITHIN 12" MEMBRANE BELOW,DRAFTSTOPPING SHALL PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE j.) WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR FROM THE ENDS OF EACH PLATE SECTION.BOLTS SHALL BE AT LEAST 1/2"DIA AND SHALL EXTEND A MINIMUM OF 7"INTO FOLLOWING CIRCUMSTANCES: LOAD-BEARING WALL,NECESSITATING CUTTING,DRILLING,OR NOTCHING OF THE TOP PLATE CONCRETE. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING BY MORE THAN 50%OF ITS WIDTH,A GALVANIZED METAL TIE OF NOT LESS THAN.054"THICK FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. (16GA)AND 1.5"WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE h.) CONCRETE FOUNDATION WALLS SHALL EXTEND ABOVE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OR EQUIVALENT.THIS MINIMUM OF 4"WHERE MASONRY VENEER IS USED AND MINIMUM OF 6"ELSEWHERE. REQUIREMENT DOES NOT APPLY WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR I.) FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME FLOOR CONSTRUCTION AND FLOOR/CEILING CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. ASSEMBLIES IN ACCORDANCE WITH SECTION R602.8 OF THE NYS RESIDENTIAL CODE. i.) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. k.) FOR HEADER SPANS,SEE TABLES R502.5(1)AND R502.5(2) m•) WOOD STRUCTURAL PANEL SHEATHING USED FOR STRUCTURAL PURPOSES SHALL CONFORM TO DOC PS 1,DOC PS 2,OR WHEN MANUFACTURED IN CANADA,CSA 0437 OR CSA 0325.ALL PANELS I.) LOADBEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR NON-BEARING WALLS. j.) WOOD SILL PLATES SHALL BE A MINIMUM OF 2"X4"NOMINAL LUMBER. SHALL BE IDENTIFIED BY A GRADE MARK OF CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED m.) k.) DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR AGENCY. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A USABLE SPACES LOCATED BELOW GRADE.DRAINAGE TILES,GRAVEL OR CRUSHED STONE DRAINS,OR PERFORATED PIPE TOP STORY AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD FRAME SHALL BE INSTALLED AT OR BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY.GRAVEL OR n.) WHERE USED AS SUBFLOORING OR COMBINATION SUBFLOOR UNDERLAYMENT,WOOD STRUCTURAL CONSTRUCTION IN THE FOLLOWING LOCATIONS: CRUSHED STONE DRAINS SHALL EXTEND AT LEAST 1'BEYOND THE OUTSIDE EDGE OF THE FOOTING AND 6"ABOVE THE PANELS SHALL BE OF ONE OF THE GRADES SPECIFIED IN TABLE R503.2.1(1).WHEN SANDED -IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT TOP OF THE FOOTING AND BE COVERED WITH AN APPROVED FILTER MEMBRANE MATERIAL. PLYWOOD IS USED AS COMBINATION SUBFLOOR UNDERLAYMENT,THE GRADE SHALL BE AS THE CEILING AND FLOOR LEVELS. SPECIFIED IN TABLE R503.2.1.1(2).USE SAME TABLES TO DETERMINE THE MAXIMUM ALLOWABLE -AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SPAN. SUCH AS OCCUR AT SOFFITS,DROP CEILINGS,AND COVE CEILINGS I.) FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL -IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE.ELECTROMETRIC WATERPROOFING SHALL o.) WOOD STRUCTURAL PANELS USED AS SUBFLOOR OR COMBINATION SUBFLOOR UNDERLAYMENT -AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT CEILING AND FLOOR LEVEL TO RESIST BE APPLIED TO ALL CONCRETE WALLS BELOW GRADE. SHALL BE ATTACHED TO WOOD FRAMING IN ACCORDANCE WITH TABLE R602.3(1). THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION 2.) FLOORS n.) THE AMOUNT AND LOCATION OF WALL BRACING(BRACED WALL LINES)SHALL BE THE GREATER a.) FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS AND OF TRANSMITTING THE RESULTING LOADS TO p•) CONCRETE SLAB-ON-GROUND FLOORS SHALL BE A MINIMUM OF 3.5"THICK.THE SPECIFIED THAT IS REQUIRED BY THE SEISMIC DESIGN CATEGORY OR THE DESIGN WIND SPEED.BRACED THE SUPPORTING STRUCTURAL ELEMENTS. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI-TYPICAL WALL PANELS SHALL BEGIN NO MORE THAN 12.5'FROM EACH END OF A BRACED WALL LINE. BRACED WALL PANELS THAT ARE COUNTED AS PART OF A BRACED WALL LINE SHALL BE IN b.) LOAD BEARING DIMENSION LUMBER FOR JOISTS,BEAMS,AND GIRDERS SHALL BE IDENTIFIED BY A GRADE MARK OF LUMBER q.) THE AREA WITHIN FOUNDATION WALLS SHALL HAVE ALL VEGETATION,TOP SOIL AND FOREIGN LINE,EXCEPT THAT OFFSETS OUT-OF-PLANE OF UP TO 4'SHALL BE PERMITTED PROVIDED THAT GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. MATERIAL REMOVED. THE TOTAL OUT-TO-OUT OFFSET DIMENSION IN ANY BRACED WALL LINE IS NOT MORE THAN 81 . BLOCKING SHALL BE A MINIMUM UTILITY GRADE LUMBER.SUBFLOORING MAY BE A MINIMUM UTILITY GRADE LUMBER OR NO.4 COMMON GRADE BOARDS.STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD I-JOISTS SHALL BE r.) FILL MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL.THE FILL SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. COMPACTED TO ASSURE UNIFORM SUPPORT OF THE SLAB,AND EXCEPT WHERE APPROVED BY o.) WOOD STRUCTURAL PANELS SHALL CONFORM TO DOC PS 1 IR DOC PS 2.ALL PANELS SHALL A DESIGN PROFESSIONAL,THE FILL DEPTHS SHALL NOT EXCEED 24"FOR CLEAN SAND OR BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED GRAVEL AND 8"FOR EARTH. AGENCY. c.) FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 5 OF THE IRC,2021.THE p.) THE MAXIMUM ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL WALL SHEATHING SHALL NOT CODE'S FIGURE R502.2 OR IN ACCORDANCE WITH AF&PA/NDS. s.) A 4"THICK BASE COURSE CONSISTING OF CLEAN GRADED SAND,GRAVEL,CRUSHED STONE OR EXCEED THE VALUES SET FORTH IN TABLE R602.3(3). CRUSHED BLAST-FURNACE SLAG PASSING A 2"SIEVE SHALL BE PLACED ON THE PREPARED q.) WOOD STRUCTURAL PANEL WALL SHEATHING SHALL BE ATTACHED TO FRAMING IN d.) SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITH WITH TABLES R502.3.1(1)AND R502.3.1(2). SUBGRADE WHEN THE SLAB IS BELOW GRADE. ACCORDANCE WITH TABLE R602.3(1). TABLE R502.3.1(1)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT r.) ALL CONCRETE FOR WALLS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SLEEPING AREAS AND ATTICS THAT ARE ACCESSED BY MEANS OF A FIXED STAIRWAY PROVIDED THAT THE DESIGN LIVE LOAD AMERICAN CONCRETE INDUSTRY 306(ACI 318)AND DEVELOP A MINIMUM COMPRESSIVE DOES NOT EXCEED 30PSF AND THE DESIGN DEAD LOAD DOES NOT EXCEED 10PSF.THE ALLOWABLE SPAN OF CEILING JOISTS t.) AN APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6"SHALL D PLACED STRENGTH OF 3,000PSI WITHIN 28 DAYS.MINIMUM CEMENT FACTOR SHALL BE 6.75 BAGS OF THAT SUPPORT ATTICS UTILIZED FOR LIMITED STORAGE OR NO STORAGE SHALL BE DETERMINED IN ACCORDANCE WITH BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE IV THE PREPARED PATIOSUBGS A D CEMENT PER CUBIC YARD OF CONCRETE.MAXIMUM SLUMP SHALL BE 5". WHERE NO BASE COURSE EXISTS.THIS DOES NOT APPLY TO DRIVEWAYS,WALKS,PATIOS AND SECTION R802.4 OF THE IRC,2021. OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. TABLE R502.3.1(2)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT ALL AREAS OF THE BUILDING,OTHER THAN SLEEPING AND ATTICS,PROVIDED THAT THE DESIGN LIVE LOAD DOES NOT EXCEED 40PSF AND THE DESIGN DEAD LOAD DOES NOT EXCEED 10PSF. ARCHITECT: i a rd u I I o DRAWING TITLE: NOTES REVISIONS SEAL: solEa A' DATE:1/9/2025 SCALE: NTS CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. t NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 mob www.ciardullo.com EAST MARION, NY 11939 N A005 , 00 s.) EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND LOADS LOADS SPECIFIED IN TABLE R301.2(2) 5.) ROOF-CEILING CONSTRUCTION ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R301.2(3). a.) ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IMPOSED ACCORDING TO SECTION R301 AT FRENCH DOORS,DESIGN PRESSURE=35PSF,REQUIRED 17PSF&-18PSF(WORST CASE) AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. AT 4165 DOUBLE HUNG,DESIGN PRESSURE=15PSF/35PSF WITH WIND BRACE CLIP,REQUIRED 17.2PSF&-18.7PSF(WORST CASE) SUPPLIER TO PROVIDE DATA SHOWING COMPLIANCE WITH APPROPRIATE TABLES. b.) LOAD BEARING DIMENSION LUMBER FOR RAFTERS,TRUSSES,AND CEILING JOISTS SHALL BE IDENTIFIED BY A GRADE MARK OF LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC t.) WINDOWS AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE FRAME,OR BY FRAME CLIP,OR THROUGH THE FLANGE. PS 20. ANCHORS SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION. u.) AT MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOWS AND GLASS DOOR ASSEMBLIES,MULLIONS SHALL BE DESIGNED TO c.) ROOF-CEILINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE NYS RESIDENTIAL CODE TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT (CH.8)OR IN ACCORDANCE WITH AF&PA/NDS AND ASCE 7.COMPONENTS OF ROOF-CEILINGS SHALL BE FASTENED IN DEFLECTING MORE THAN L/175,WHERE L=THE SPAN OF THE MULLION IN INCHES.MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD ACCORDANCE WITH TABLE R602.3(1). OF 1.5 TIMES THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL STRESS LEVELS. d.) RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE.RIDGE BOARD SHALL BE AT LEAST 1"NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER.AT ALL VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2"NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE 4•) WALL COVERINGS RAFTER.HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. a.) INTERIOR FINISHES AND MATERIALS SHALL CONFORM TO THE FLAME SPREAD AND SMOKE-DENSITY REQUIREMENTS OF SECTION R319(#18 OF"DESIGN COMPLIANCE...") GYPSUM BOARD e.) CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE WITH TABLES R602.3(1)AND R802.5.1(9),AND THE ASSEMBLY SHALL BE NAILED TO THE TOP WALL PLATE IN ACCORDANCE WITH TABLE R602.3(1).CEILING JOISTS SHALL BE a.) ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36,C 79,C 475,C 514,C 630,C 931,C 960,C CONTINUOUSLY OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO 1002,C 1047,C 1177,C 1178,C 1278,AND C 1395 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. SECTION.ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. WHEN CEILING JOISTS ARE NOT PARALLEL TO RAFTERS,SUBFLOORING OR METAL STRAPS ATTACHED TO THE ENDS OF THE RAFTERS SHALL BE INSTALLED IN A MANNER TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING.THE CONNECTIONS SHALL BE IN ACCORDANCE WITH TABLE 602.3(1). b.) WOOD FRAMING SUPPORTING GYPSUM BOARD SHALL NOT BE LESS THAN 2"NOMINAL THICKNESS IN THE LEAST DIMENSION IF RAFTER TIES ARE USED,THEY SHALL BE SPACED NOT MORE THAN 4'O.C. EXCEPT THAT WOOD FURRING STRIPS NOT LESS THAN 1"X2"NOMINAL DIMENSION MAY BE USED OVER SOLID BACKING OR FRAMING SPACED NOT MORE THAN 24"O.C. f.) ENDS OF CEILING JOISTS SHALL BE LAPPED A MINIMUM OF 3"OR BUTTED OVER BEARING PARTITIONS OR BEAMS AND TOENAILED TO THE BEARING MEMBER.WHEN CEILING JOISTS ARE USED TO PROVIDE RESISTANCE TO RAFTER THRUST,LAPPED JOISTS SHALL c.) MAXIMUM SPACING OF SUPPORTS AND THE SIZE AND SPACING OF FASTENERS USED TO ATTACH GYPSUM BOARD SHALL BE NAILED TOGETHER IN ACCORDANCE WITH TABLE R602.3(1)AND BUTTED JOISTS SHALL BE TIED TOGETHER IN A MANNER TO COMPLY WITH TABLE R702.3.5.GYPSUM BOARD SHALL BE APPLIED AT RIGHT ANGLES OR PARALLEL TO FRAMING MEMBERS.ALL RESIST SUCH THRUST. EDGES AND ENDS SHALL OCCUR ON THE FRAMING MEMBERS,EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS.INTERIOR GYPSUM BOARDSHALL NOT BE INSTALLED WHERE IT IS EXPOSED TO THE WEATHER. g.) ALL CEILING JOIST SPANS MUST BE IN ACCORDANCE WITH TABLES R802.4(1)AND R802.4(2). d.) SCREWS FOR ATTACHING GYPSUM BOARD TO WOOD FRAMING SHALL BE TYPE W OR TYPES IN ACCORDANCE WITH ASTM C 1002 SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R802.5(1)THROUGH R802.5.1(8).THE SPAN OF EACH RAFTER SHALL AND SHALL PENETRATE THE WOOD NOT LESS THAN 5/8". BE MEASURED ALONG THE HORIZONTAL PROJECTION OF THE RAFTER. CERAMIC TILE h.) RAFTERS AND CEILING JOISTS HAVING A DEPTH-TO-THICKNESS RATIO EXCEEDING 5 TO 1 BASED ON NOMINAL DIMENSIONS SHALL a.) CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1,A108.4,A108.5,A108.6,A108.11,Al18.1,A136.1, BE PROVIDED WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION.RAFTERS AND CEILING JOISTS HAVE A AND A137.1 DEPTH-TO-THICKNESS RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID b.) GYPSUM BOARD UTILIZED AS THE BASE OR BACKER BOARD FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER BLOCKING,DIAGONAL BRIDGING OR A CONTINUOUS 1"X3"WOOD STRIP NAILED ACROSS THE RAFTERS TO CEILING JOIST AT NON-ABSORBENT FINISH MATERIAL SHALL CONFORM WITH ASTM C 630 OR C 1178.WATER-RESISTANT GYPSUM BACKING BOARD INTERVALS NOT EXCEEDING 8'. SHALL BE PERMITTED TO USED ON CEILING WHERE FRAMING SPACING DOES NOT EXCEED 12"O.C.FOR 1/2"THICK OR 16"FOR 5/8" THICK GYPSUM BOARD i.) SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R802.5.1(1)THROUGH R802.5.1(8).THE SPAN OF EACH RAFTER SHALL EXTERIOR COVERING BE MEASURED ALONG THE HORIZONTAL PROJECTION OF THE RAFTER. a.) EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE.THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING.THE EXTERIOR WALL ENVELOPE SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO j.) THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2"OF BEARING ON WOOD. PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER. k.) NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL EXCEED 1/6 OF THE DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL EXCEED 1/4 THE DEPTH OF THE MEMBER.THE TENSION SIDE OF MEMBERS 4"OR GREATER IN NOMINAL WOOD HORIZONTAL SIDING THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS.THE DIAMETER OF THE HOLES BORED OR CUT INTO a.) HORIZONTAL SIDING END JOINTS ARE CUT AT A 45 DEGREE ANGLE SO THAT JOINTS ARE NOT EXPOSED TO WEATHER MEMBERS SHALL NOT EXCEED 1/3 THE DEPTH OF THE MEMBER.HOLES SHALL NOT BE CLOSER THAN 2"TO THE TOP OR BOTTOM OF THE MEMBER,OR TO ANY OTHER HOLE LOCATED IN THE MEMBER.WHERE THE MEMBER IS ALSO NOTCHED,THE HOLE SHALL NOT BE b') EACH BOARD SHALL BE HELD IN PLACE BY HOT-DIPPED ZINC-COATED,STAINLESS STEEL,OR ALUMINUM NAILS.THE FASTENERS CLOSER THAN 2"TO THE NOTCH. SHALL BE LONG ENOUGH TO PENETRATE THE SHEATHING BY A MINIMUM OF 1/2"AND SHALL NOT BE OVERDRIVEN. I.) OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS.WHEN THE HEADER JOIST SPAN FLASHING DOES NOT EXCEED 4',THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER a.) APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO 6. GENERAL MECHANICAL AND PLUMBING SYSTEMS PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE.APPROVED CORROSION-RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: a.) ALL MECHANICAL AND PLUMBING SYSTEMS AND RELATED APPLIANCES SHALL BE INSTALLED AS PER THE 2020 RESIDENTIAL -AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF,EXCEPT THAT CODE OF NEW YORK STATE. SELF-FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8"OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING,INCLUDING CORNERS,DO NOT REQUIRE ADDITIONAL FLASHING,AND JAMB FLASHING MAY ALSO BE OMITTED. b.) ALL PLUMBING, DUCTS AND MECHANICAL EQUIPMENT OF ANY TYPE SHALL BE CONCEALED IN WALL OR CEILING AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS CONSTRUCTION UNLESS NOTED OTHERWISE ON THE DRAWINGS. UNDER AND AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES,DECKS,OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS ARCHITECT: Ciardullo DRAWING TITLE: NOTES REVISIONS SEAL: DATE:11912025 SCALE: NTS NO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. t NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 mob www.ciardullo.com EAST MARION, NY 11939 N A006 ,00 ZONING INFORMATION KNOLL CIRCLE TOWN OF SOUTHOLD ZONE R-40 S.C.T.M. NO. DISTRICT, 1000 SECTION:J7 BLOCK:5 LOT(S):15 BAYVIEW DRIVE LOT AREA = 9,940 SQUARE FEET R°zg.re. LOT COVERAGE = 2,424 SF OR 24% OF SITE LEGEND yo EXISTING FIRST FLOOR — 1,726 SF AREA OF EXISTING HOUSE • EXISTING SECOND FLOOR — 1,064 SF EXISTING TOTAL — 2,790 SF (EXISTING NON—CONFORMING) AREA OF EXISTING GRAVEL DRIVEWAY TO REMAIN PROPOSED SECOND FLOOR — 1,225 SF ' ® PROPOSED TOTAL 2,951 SF AREA OF EXISTING WOOD DECK TO C�gCL11,4' — Rx� •(rc. Lr75.80, AREA OF CONCRETE STOOP TO BE K�OtiL aagd \ LAND NIF OF REMOVED R ;i�10 s \ GARDINERS BAY ESTATES PROPERTY LINE u.P, 111 \ CLUB INC. 0.6w ir1 1 O'COMMON ACCESS 1.7'N f \ I o� \ GUTTERS! LEADERS,AND \ cn SHOWER DRAINS TO BE PIPED TO *L 6 DIAMETER m \ LOT 32 EXIST NG TIMBER o c DRYWELL WALL TO REMAIN '(1PM1�R r 0.3E \ 7/7 w \ ' - I,9'E 2' I IN I "� o C E LOT 30 6 \ -4 N O R IN E C P I Iil2 STY FRAME .. , \ DWELLING 4240 1 ^ 9''11• � SSV"' Sj 6` FRAME p6 \ ADJACENT PROPERTY 3'-' IT 0 DWELUNG k, s A R o ADJACENT PROPERTY DECK P IT 6'-6" COVERED / BRICK STOOP DES �1 �PZ1P�4 44S5Ms���P F4pp9�p5P- 61 Uti��FAO ^`��� 2&� �5N1tiBL� O awt 4-1° 2 -6• PROPOSED 9LTt L) C P L MN�PtiO LINE OF) WOOD nd o o er a ' c EXISTING PLANTER TO REMAIN DORMER ^ N 1510,17'"551 W ti 65°259 03 G P UP - � S 85°4642"W spg� 14.43' FE F MAP#39/25/ 009 THE WATER SUPPLY. WELLS, DR YKELLS AND CESSPOOL 29'-5 EFFECTIVE 09/25/2009 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS t EXISTING STONE WALL TO REMAIN AREA:9,778.87 SO.FT. or 0.22 ACRES EL€VATON DATUM: —_�____—__—__ UNAUTHORIZFO ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA TF FOUCA TON LAW. COPIES OF THIS SURVEY 6' MAP NOT BE"AR1NG THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN E G ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770M STEPS TO LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUTON, GUARANTEES ARE NOT TRANSFERABLE. 8' 16 B: REMAIN WE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEgAC PURPOSE AND USE THEREFORE THEY ARE / \ 6-1 i� EXISTING EXISTING TIMBER WALL TO REMAIN NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS / AND/O4 SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EFD UNLESS PHYSCALLY EWDENT ON THE PREMISES AT THE PAIE OF SURVEY STEPS TO 23•_,•XISTINGTIM R IN f*/ \ WALL SURVEY OF:LOT 31 s CERTIFIED T0: NICHOLAS RONTIRIS; lam w�F WALL TO REMAINAIN Y MAP OF:GARDINERS BAY ESTATES SEC. 2 +/ ' - EMINENT ABSTRACT, INC.; \ FILen:SEPT. 23, 1927 No. 275 �q 1.:' WESTCOR LAND TITLE INSURANCE COMPANY;�� F y�- / \ •i 51TUATEO AT:EAST MAR ION v TOYLN oF:SOUTHOLD o KENNETH M WOYCHUK LAND SURVEYING. PLLC SUFFOLK COUNTY, NEW YOf2K Professional Land Surveying and Design — o P.D. Box 153 Aquebogue, New York 11931 \ ^ i FILE y 224-136 SCALE:1"=20' DATE:SEPT. 10, 2024 " "' PHONE (6311290-1588 FAX(831) 20R-1588 o I PROPOSED 15'NON-TURF BUFFER N.Y.S. usc. ND. osoa82 \ i _ _ _ _ _� (VEGET_AT- ORNON-VEGETATIVE)- - - - - - - �LINE OF EXISTING GRAVEL SITE SURVEY b SPRING POND WOOD BULKHEAD BUFFERZONE SKY PLANE DIAGRAM: EAST TO WEST SECTION NTS SITE PLAN 1 SCALE: 1/16"=T-0" \ / F \ — — — — — — — — — — — — — — — — — 9c — — -- -- — — — — — — — — — — — — — — c I c a I o 50 j- SKY PLANE DIAGRAM: SOUTH TO NORTH SECTION NTS ARCHITECT: i a rd u I I o DRAWING TITLE: SITE PLAN AND Z 0 N I N G REVISIONS SEAL: pL'I A DATE:3/19/2025 SCALE: AS SHOWN CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC �r DWG NO. �i DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. 21 NEW YORK,NY 10036 240 KNOLL CIRCLET T:(212)245-0010 www.ciardullo.com EAST MARION, NY 11939 . KNOLL CIRCLE � w � GUTTERS, LEADERS,AND SHOWER DRAINS TO BE PIPED TO , 8'DIAMETER EXIST NG TIMBER DRYWELL WALL TO REMAIN ' i in 12'-9" 29.5' 61 ' EXISTING BIN • 2' 1 ENCLOSURE TO REMAIN WITH BEDROOM NEW tOMPOSI CLADDING 1 -4 GARAGE _ BAT ROOM ADJACENT PROPERTY - SHOWEJREAIN � 5 �ry 0 HALF FLOODI Mb�U- ADJACENT PROPERTY I 'B DROOM ` 1 9 ' HALF UATH I / N -1 Ci TR // ' KITCHEN /j M LIVING P ROOM I LINE OF) 4'-1 .. I - 4'-9,. L — — — — 24"-8— J 5—14" PROPOSED 2nd Floor Dormer DORMER 0 34.4' a N EXISTING PLANTER TO REMAIN 9- 1� , 29'-5" , EXISTING STONE WALL TO REMAIN 6 STEPS TO REMAIN 6'-118A EXISTING EXISTING TIMBER WALL TO REMAIN 1 1 STEPS TO 23'-14° .20 XISTING TIMBER REMAIN WALL TO REMAIN b tv o, a � O ' i PROPOSED 15'NON-TURF BUFFER — — — — _ — — —� —(VEGETATIVE OR NON-VEGETATIVE) — — — — — — — — — — — ' LINE OF EXISTING GRAVEL SPRING POND WOOD BULKHEAD BUFFER ZONE ARCHITECT: i a rd u I I o DRAWING TITLE: ENLARGED SITE P LAN REVISIONS SEAL: A DATE:3/19/2025 SCALE: 32"=1'-0" CNO. DESCRIPTION DATE r DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. + NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212) A031 , 00 www.cardullo.0com EAST MARION, NY 11939 f REMOVAL KEYNOTES _ _ = REMOVAL LEGEND = _ _ IF _ _ — 0 EXISTING EXTERIOR WALLS,GLAZING, — T — — — — — — —n EXISTING WALLS TO REMAIN U PARTITIONS,DOORS,ETC.TO BE FULLY I 4 I I I I OR PARTIALLY REMOVED,TYP. EXISTING TO BE REMOVED I I I I 2 ALL EXISTING KITCHEN CAB NETRY,COUNTERTOPS,ETC.TO BE I I I I REMOVED. I I I I I I I I I I I I ] ALL EXISTING BATHROOM FIXTURES, I I I I GENERAL REMOVAL NOTES CABINETRY,ETC.TO BE REMOVED. 1. EXISTING SLAB ON GRADE TO REMAIN. BEDROOM I I I I SLAB TO BE EXTENDED AS REQ'D FOR ® EXISTING WINDOW TO BE REMOVED. I I I I NEW WALLS OF GARAGE ENCLOSURE. I I I I ALL NEW COLUMNS TO BE SUPPORTED H ❑5 EXISTING FIREPLACE AND CHIMNEY TO I UI I I I BY NEW CONCRETE FOOTINGS AS NOTED III BE REMOVED DOWN TO FIRST FLOOR. I I I ON DRAWINGS.S.O.G.TO BE PARTIALLY 4 1 11 I I I I REMOVED IN LOCATIONS REQUIRING III ® ❑ III © REMOVE EXISTING DOOR. I I I I NEW FOOTINGS OR THICKENED SLAB. GARAGE I 2. CONTRACTOR TO PROTECT ADJACENT 0/7, I I I I I AREAS OF HOUSE TO REMAIN. I I I I I 3. EXISTING KITCHEN, INCLUDING I I 1 1 CABINETRY,COUNTERTOPS,SINK AND T I I I I I APPLIANCES,ETC.TO BE REMOVED INWIN 1 1 ITS ENTIRETY. FRI / I I I I I PLUMBING REMOVAL NOTES 1. REMOVAL OF EXISTING PLUMBING TO BE 0 I IN ACCORDANCE WITH THE PLUMBING CODE OF NEW YORK,2020. / 1 I ©1 I© I II � L 11 I I 1I II I I III I I I 11 I I 1 D I I I I 11 I I III 1 I L _ � III I 1 11 11 111 ® 1 II - � r _ III I I 1 11 1 1 III 1 r I I I I 1 1 1 1 �❑ I I BEDROOM BEDROOM II I / � I L_ 1 1L - - - ZL6] s - - - III_U ❑3 11 III E_ — — — III 1Lmmmm� 151 L - - - - - - - - - J� II II 1 III 4 I r - - — — — — — — — III IFII � � CIII Illu � — — — — — — — — — — ❑ I �' III® © i, III `V Li Ff LfNTR = F E = = = = = = = = = T© � = = JL==T© TL6 I - KITCHEN II II II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II LIVING II ROOM III I I III III u III III ] III III III III III III III U ® U U SECOND FLOOR REMOVAL PLAN FIRST FLOOR REMOVAL PLAN /4"=1'-0" 1'I J SCALE: 1/4"= -0" SCALE: 1 �� ARCHITECT: I a rd u I I o DRAWING TITLE: REM OVAL P LAN S REVISIONS SEAL: DATE:1/9/2025 SCALE: 1/4"=V-0" CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC C I DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. * �' NEW YORK,NY 10036 240 KNOLL CIRCLEA061 ,00 www.c ardullo.0com EAST MARION, NY 11939 op f - - EXISTING RIDGE - 20'-0" REMOVAL LEGEND - EXISTING WALLS TO REMAIN EXISTING TO BE REMOVED EXTERIOR REMOVAL NOTES 1. ALL WOOD SHINGLES THAT ARE REMOVED TO BE SAVED FOR AREAS REQUIRING PATCHING. 2. ALL WOOD TRIM TO BE REMOVED AND SECOND FL REPLACED. 9'-0" 3. ALL ROOFING TO BE REPLACED IN ITS ENTIRETY. II III ' II III III II ' III II I ' II III ' II III ' II II ' ' II II ' I II II ' III II ' ' II III ' II II I ' II III ' II III ' II II ' ' II II ' u ® ui iu U ui iu ® u1 ill 4 u FIRST FL L J L J L J L J 0'-0" L ====- i L ======- J L ======- � L ======- � SOUTHE LEVATION REMOVALS SCALE: 1/4"=1'-0" EXISTING RIDGE 20'-0" I I I I I I � L ® SECOND FLU 9'-01, III III III Ili III III III III III III III ip II p II II II ii III L4 III III C III III ® III FIRST FL 0'-0" �1 � EAST ELEVATION REMOVALS L SCALE: 1/4"=1'-01, ARCHITECT: i s rd u I I o DRAWING TITLE. REM OVAL E L EVAT I O N S REVISIONS SEAL: DATE:1/9/2025 SCALE: 1/4"=1'-0" CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC C I DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. * �' -Or NEW YORK,NY 10036 240 KNOLL CIRCLET:(212)245-0010 A062 ,00 r www.ciardullo.com EAST MARION, NY 11939 f EXISTING RIDGE 20'-0" REMOVAL LEGEND I � EXISTING WALLS TO REMAIN I EXISTING TO BE REMOVED lil 14 I III 14 I III III 1 II 174- II 1 EXTERIOR REMOVAL NOTES 1 1. ALL WOOD SHINGLES THAT ARE REMOVED TO BE SAVED FOR AREAS 1 REQUIRING PATCHING. 2. ALL WOOD TRIM TO BE REMOVED AND - - - - - - - - - - - - - - - - - - - - - - - - - - REPLACED. *9S ECOND FL 3. ALL ROOFING TO BE REPLACED IN ITS '-0" ENTIRETY. - - - - - - � � � � � � II II 11 II l r �u 111 r - - � j11 III 111 111 I I II III I 1 I I 1 I III Ip 111 111 III ® gyp III Ip III 111 lil lil III 14 1 � == � 111 [4-4] Iq I I I I I I II [4] II II 4 II � J III ® III 111 111 FIRST FL LL 0'-0" III - - III 1 1 WEST ELEVATION REMOVALS SCALE: 1/4"=1'-01, EXISTING RIDGE 20'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - I I I III IIIII III I III IIIII III I III 11111 III I 11 ® III ® 11 SECOND FL 9'-0" II 11 11 II 11 II 11 II I I I I I I I I II II III III III III II n II III III 1 II II 11 I III III I p ��-�� III III 1 II u I pL U JII III U Jp III U Jp 1 11 u l 4 III FIRST FLLL -----_J� 0'-0" NORTH ELEVATION REMOVALS �L SCALE: 1/4"=1'-01, ARCHITECT: i a rd u I I o DRAWING TITLE: REM OVAL ELEVATIONS REVISIONS SEAL: DATE:1/9/2025 SCALE: 1/4"=1'-0" CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. -Or NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 � �f� � A063 , 00 www.ciardullo.com EAST MARION, NY 11939 21 A301 21 A3027 A202 1 29'-6" EXT.1 GENERAL CONSTRUCTION NOTES 1. EXISTING SLAB ON GRADE TO REMAIN. CONSTRUCTION LEGEND SLAB TO BE EXTENDED AS REQ'D FOR NEW WALLS NEW WALLS OF GARAGE ENCLOSURE. ALL NEW COLUMNS TO BE SUPPORTED — EXISTING WALLS TO REMAIN BY NEW CONCRETE FOOTINGS AS NOTED 1 I A301 ENTRY 11 A301 [ ] EXISTING WINDOW ON DRAWINGS.S.O.G.TO BE PARTIALLY FAMILY REMOVED IN LOCATIONS REQUIRING NEW WINDOW NEW FOOTINGS OR THICKENED SLAB. ROOM 2. CONTRACTOR TO PROTECT ADJACENT WALL TYPES AREAS OF HOUSE TO REMAIN. ® 3. PATCH AND REPAIR AREAS OF EXISTING O2X4 WOOD STUD WITH HARDWOOD FLOOR AS REQ'D. 5/8"GWB.EACH SIDE 4. ALL ROOMS TO BE PAINTED.WALLS,ALL TRIMS AND CEILING.PAINT COLORS TBD. r'+ /� AGE E 2X4 WOOD STUD WITH CONTRACTOR TO PROVIDE APPROX.4 _ _ GA AG SAMPLES TOTAL.SAMPLES TO BE 2'x2'. O 5/8"GWB.EACH SIDE 5. GARAGE FLOOR SLAB TO BE PAINTED 2 2 ADD MOISTURE RESISTANT GWB CONCRETE. ADD NEW TILE @ BATHROOM FACE 6. BATHROOM FIXTURES AT SECOND FLOOR TO BE REPLACED.NEW FIXTURES 2X6 WOOD STUD WITH TO BE DETERMINED BY ONWER. 0 O5/8"GWB.INTERIOR 7. NEW FLOORING AND WALL TILE TO BE 3 R-21 CAVITY INSULATION DETERMINED BY OWNER. g. NEW STANDALONE ATTIC VENT FOR NEW EXTERIOR SIDING PER ELEVATIONS DRIER. ❑3 INTERIOR DOOR SCHEDULE 1 [1J 2'-6"x 6'-8" BATHROOM NOTES [2J 2'-0"x 6'-8" 1. ALL NEW FIXTURES IN BATHROOMS TO BE NEW.TO BE CHOSEN AND APPROVED 0 l'-6"x 6'-8" BY OWNER. EXT.2 2. ALL NEW FLOOR AND WALL TILE TO BE [4—] 2'6"x 6'8" PAIR,POCKET NEW AND CHOSEN BY OWNER. U D/ 0 0 3. INSTALL NEW$"CEMENT BOARD OVER 4 N LA N D RY KITCHEN o 0 MIL.POLYETHYLENE AT WET WALL N N EXTERIOR DOOR SCHEDULE LOCATIONS. Q ROOM 4. FLOOR TILE IN NEW BATHROOMS TO BE EXT.1 FRONT DOOR INSTALLED OVER LATICRETE MUD ROOM LIQUID-APPLIED WATERPROOFING EXT.2 N MEMBRANE.EXTEND MEMBRANE 6"UP `~ EXT.3 WALL SURFACES AT ALL SIDES. D loe 1% CD N cM Lu a w u- Q C,7 H LIVING ROOM/ D NING ROOM w U W AO TA TE/777/111- v 4'-0" qr FIRST FLOOR PL�I *A20 11A302 SCALE: 1/4"=1'-0" ARCHITECT: I a rd u I I o DRAWING TITLE: FIRST FLOOR PLAN REVISIONS SEAL: DATE:1/9/2025 SCALE: 1/4"=1'-0" CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC C I DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. * �' -Or NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212) A101 , 00 www. ardullo.0 10 ccom EAST MARION, NY 11939 f ROOF LEGEND 21 A301 21 A301 AREA OF NEW ROOF: 21 A301 A202 21 A302 A2O2 NEW ASPHALT ROOF 1 SHINGLES 1 NEW PLYWOOD SHEATHING 5'-0" 74'-6--1 NEW ROOF JOISTS 17 NEW WATERPROOFING Ti I MEMBRANE AREA OF NEW ASPHALT ROOF MEMBRANE ONLY I I I 3 I i I II I NEW 11 A301 1 3/A301 11 A301 DORMER 31 A301 I Loi BEDROOM BEDROOM i 2 3 I i 12'-4" 10'-8" 3'-6" I 2 �2 I � 1 0 11TF I — — 3-1 —IRV— — — — — — < [D 1 I I co I I ❑2 I I � I I N � N EXISTING c=) 2 ❑2I 2 N ROOF - - - - - - - i 4'-8" ❑2 EXISTING �;,� - - - - - - - ROOF BEDROOM 1 I I I NEW D DORMER I I I I I 15'-1" I 3 II I I I I I 21 A301 11 A302 21 A301 11 A302 *A201 1 ROOF PLAN p,201 1 I SECOND FLOOR PLAN SCALE: 1/4"=1'-0" ' SCALE: 1/4"=1'-0" ARCHITECT: i a rd u l l o DRAWING TITLE: SECOND FLOOR AND ROOF PLAN REVISIONS SEAL: PLIED A DATE:1/912025 SCALE: 114"=1'-0" CNO. DESCRIPTION DATE ' DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC � �� DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE �' iL 417 FIFTH AVE,8TH FL. za tr NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 ff$ www.ciardullo.com EAST MARION, NY 11939 SOP ,� PROPOSED RIDGE Ap 24'-8" — — — — — — — 21 A302 ao 2/A301 O EXISTING RIDGE SIDING NOTES 20'-0" • ALL NEW SIDING TO BE HARDIE PLANK BY JAMES HARDIE WITH SMOOTH TEXTURE FINISH.COLOR TO BE DETERMINED BY OWNER. WINDOW NOTES • ALL NEW WINDOW TAGS REFER TO o ANDERSEN 400 SERIES CASEMENT AND GLIDING SERIES MODEL NUMBERS. GENERAL WOOD TRIM NOTES 1. ALL NEW TRIM TO BE HARD-PAINTED CW135 G65 CW135 WOOD 1.1. 4"AT WINDOWS 1.2. 6"AT VERTICAL SIDING SECOND FL — — — — — — — — — — — 1.3. 8'AT ROOF EAVES FIRST FL 0'-0" G65 G65 G65 G65 G65 JSOUTH ELEVATION SCALE: 1/4"=11-01, 21 A301 1/A302 11 A301 PROPOSED RIDGE 24'-8" EXISTING RIDGE 20'-0" CW135 G42ao Lo SECOND FL G32 � H G44 LA FIRST FL 0'-0" G65 G35 EAST ELEVATION 11A301 L SCALE: 1/4"=1'-01, ARCHITECT: I a rd u I I o DRAWING TITLE: ELEVATIONS REVISIONS SEAL: UA DATE:1/912025 SCALE: 114"=1'-0" CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE * � � NEW YORK,NY 10036 240 KNOLL CIRCLE T:(22)245-0010 A201 .00 www1cardullo..com EAST MARION, NY 11939 a..E f� ,� PROPOSED RIDGE Ao 24'-8" — — — — — — — 21 A302 bo EXISTING RIDGE SIDING NOTES • ALL NEW SIDING TO BE HARDIE PLANK BY JAMES HARDIE WITH SMOOTH TEXTURE FINISH.COLOR TO BE DETERMINED BY OWNER. WINDOW NOTES 2/A301 • ALL NEW WINDOW TAGS REFER TO ANDERSEN 400 SERIES CASEMENT AND GLIDING SERIES MODEL NUMBERS. io G44 G44 GENERAL WOOD TRIM NOTES 1. ALL NEW TRIM TO BE HARD-PAINTED SECOND FL WOOD 9'-0" — — — — — — — — — — — — — — — — 1.1. 4"AT WINDOWS 1.2. 6"AT VERTICAL SIDING 1.3. 8'AT ROOF EAVES EXT.1 FIRST FL G64 0'-0" NORTH ELEVATION 1/A302 2/A301 ' SCALE: 1/4"=1'-01, 1/A301 PROPOSED RIDGE 24'-8" — — — EXISTING RIDGE 201-011 G42 G54 SECOND FL G32 LiEXT.2 FIRST FL G35 G65 0'-0" 1/A301 2 WEST ELEVATION SCALE: 1/4"=1'-0" ARCHITECT: I a rd u I I o DRAWING TITLE: ELEVATIONS REVISIONS SEAL: PLIED A DATE:1/912025 SCALE: 114"=1'-0" CNO. DESCRIPTION DATE ' DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC � �� DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE �' iL 417 FIFTH AVE,8TH FL. za tr NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 ftf$ www.ciardullo.com EAST MARION, NY 11939 fop A202 .00,� PROPOSED RIDGE Ao 24'-8" 00 EXISTING RIDGE 20'-0" IRV AO BEDROOM 3 BEDROOM 2 00 zo SECOND FL 9'0" FAMILY ENTRY GARAGE ROOM FIRST FL 0'-0" SECTION PROPOSED RIDGE 24'-8" EXISTING RIDGE 20'-0" El BEDROOM 1 SECOND FL 9'-01, GARAGE LAUNDRY LIVING ROOM ROOM FIRST FL 1-7 0'-01, SECTION L SCALE: 1/4"=1'-0" ARCHITECT: I a rd u I I o DRAWING TITLE: S E CT I O N S REVISIONS SEAL: DATE:1/912025 SCALE: AS NOTED CNO. DESCRIPTION DATE x' DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE * � NEW YORK,NY 10036 240 KNOLL CIRCLE Z;3A301 .00 www1cardullo.0com EAST MARION, NY 11939f ,� PROVIDE 1-1/4" ASPHALT SHINGLE ROOF 20 GAGE RIDGE STRAP CONNECTING 3/4" PLYWOOD SHEATHING OPPOSING RAFTERS. FELT UNDERLAYMENT PER ASPHALT SHINGLE ROOF MANUFACTURER'S REQUIREMENTS 3/4" PLYWOOD SHEATHING VENTED AIR SPACE FELT UNDERLAYMENT PER MANUFACTURER'S REQUIREMENTS VENTED AIR SPACE INSULATION BAFFLE WOOD RAFTERS 2X12 WOOD RAFTERS R-38 INSULATION AT ROOF SOFFIT PROVIDE SIMPSON STRONG-TIE VENT CONNECTOR "H10" AT EVERY R-38 INSULATION AT ROOF RAFTER. HARD 2" RIGID INSULATION CLOSURE 2" RIGID INSULATION CLOSURE WOOD TRIM 2-2X6 TOP PLATE CLAPBOARD PROVIDE SIMPSON STRONG-TIE SIDING R-21 INSULATION AT WALL CONNECTOR "H10" AT EVERY SOFFIT RAFTER. AIR/VAPOR 1/2" GYPSUM BOARD VENT 2 - 2X6 TOP PLATE BARRIER 2X6 STUD ® 16" O.C. HARD 1/2" GYPSUM BOARD WOOD TRIM 2X6 STUD 0 16" O.C. CLAPBOARD SIDING AIR/VAPOR R-21 INSULATION AT WALL BARRIER " PLYWOOD SUB-FLOOR HARDWOOD FLOOR PROVIDE SIMPSON STRONG-TIE CONNECTOR "CS18" EVERY OTHER / 1 -� SECTION DETAIL STUD. OR 16. GAUGE EXISTING FLOOR STRUCTURE l SCALE: 1/4"=T-01, STRAPPING AT EVERY STUD SECTION DETAIL PROPOSED RIDGE 24'-8" EXISTING RIDGE BEDROOM 2 BEDROOM 1 SECOND FL 9'-0" ENTRY KITCHEN LIVING ROOM FIRST FL O'-0" SECTION 1 SCALE: 1/4"=1'-0" ARCHITECT: Ciardullo DRAWING TITLE: SECTIONS & DETAILS REVISIONS SEAL: DATE:11912025 SCALE: AS NOTED NO. DESCRIPTION DATE ' DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC � CAI DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK, NY 10036 240 KNOLL CIRCLEA302 .00 T:(212)245-0010f , www.ciardullo.com EAST MARION, NY 11939 r 1 RCPLEGEND ® ® 0 NEW LED 4" ROUND RECESSED LIGHT FIXTURE ENTRY I 1-0 NEW EXTERIOR WALL SCONCE NEW CEILING MOUNTED PEDNANT LIGHT -� NEW OUTLET O� OOP FAMILY -0- NEW GFI OUTLET % ROOM GFI NEW DEDICATED OUTLETDFD I BEDROOM � B E D ROO M O 0 NEW SMOKE DETECTOR/CO DETECTOR 2 /% 3 � GARAGE / $ NEW LIGHT SWITCH ELECTRICAL NOTES: ° 1. GENERAL CONTRACTOR TO VERIFY THAT EXISTING SERVICE IS I ADEQUATE FOR PROPOSED DESIGN.CONTRACTOR SHALL INCLUDE ALL NECESSARY WORK TO COMPLETE ELECTRICAL -- INSTALLATION. 0 a 2. ALL SWITCHES,OUTLETS,AND COVER PLATES TO MATCH � IL , ___ _-, EXISTING.GANGED SWITCHES SHOULD BE COMBINED IN A / SINGLE PLATE. d � 3. LOCATION OF ALL ELECTRICAL DEVICES INDICATED MAY BE _71MODIFIED WITH OWNER AND ARCHITECT'S APPROVAL(BASED ON THE EXISTING ELECTRICAL LAYOUT).PROVIDE ALL NECESSARY \ \ WIRING,SWITCHES,DEVICES,LIGHT FIXTURES,ETC AS REQUIRED. O 4. ALL OUTLETS AT WET LOCATIONS(WITHIN 6'4-OF A PLUMBING FIXTURE)TO BE GFI. O MUD/ \ O 5. OPEN AND PATCH WALLS AS REQUIRED FOR INSTALLATION OF I 0 LAUNDRY ALL NEW ELECTRICAL DEVICES AT EXISTING WALLS. Q° KITCHEN ° 6. SEE PLANS FOR NEW LIGHTING,SWITCHING&OTHER ROOM ELECTRICAL DEVICES. O o-' i BEDROOM 1 I OF LIVING ROOM/ DINING ROOM ED i i FIRST FLOOR RCP SECOND FLOOR RCP SCALE: 1/4"=1'-0" L SCALE: 1/4"=1'-0.. ARCHITECT: I a rd u I I o DRAWING TITLE. REFLECTED CEILING PLANS REVISIONS SEAL: RED A DATE:1/912025 SCALE: 114"=1'-0" CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE NEW YORK,NY 10036 240 KNOLL CIRCLEA801 .00 www1cardullo.0com EAST MARION, NY 11939 f ,� fi P NEW WOOD POST NEW WOOD POST AND CONC. FTG AND CONC. FTG GARAGE SLAB U N EXCAVATE D ABOVE AREA 1 ® O NEW WOOD POST AND CONC. FTG EXISTING FOUNDATION WALLS TO REMAIN } (TYP.) U NEW WOOD POST AND CONC. FTG EXIST. WOOD STAIR TO REMAIN NEW WOOD POST AND CONC. FTG NEW WOOD POST AND CONC. FTG - EXISTING CMU EXISTING WALLS TO REMAIN (TYP.) BASEMENT i IL EXIST.SLAB ON GRADE U N EXCAVATED AREA EXISTING FOUNDATION WALLS TO REMAIN (TYP.) FOUNDATION PLAN ' SCALE: 1/4"=1'-0" ARCHITECT: i a rd u l l o DRAWING TITLE. FOUNDATION P LAN REVISIONS SEAL: PLIED A DATE:1/912025 SCALE: 114"=1'-0" CNO. DESCRIPTION DATE ' DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC � �� DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE �' iL 417 FIFTH AVE,8TH FL. z NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 ftf$ www.ciardullo.com EAST MARION, NY 11939 SOP sloo ' oo,� PLAN LEGEND EXISTING WALL EXISTING FOOTING EXISTING WOOD FRAMING NEW BEAM/HEADER DIRECTION OF DECK SPAN }} NEW JOIST 1, POST UP `P, (BEGINS AT THIS LEVEL) 'P POST DN j (ENDS AT THIS LEVEL) EXIST.SLAB ON GRADE EXIST.SLAB ON GRADE NOTES: 1. SAWN LUMBER HEADERS SHALL BE GRADE n NO.2 GRADE OR BETTER. P 2. FOR NEW 2X8 FLOOR JOIST TO BEAM CONNECTIONS, PROVIDE AND INSTALL SIMPSON LU26 FACE MOUNT JOIST NEW WOOD POST HANGERS. AND CONIC. FTG U O Tfl H co 0) 0 0 >H U) W LL U O V U) 0 0 0> U) x W JFIRST FL FRAMING PLAN SCALE: 1/4"=1'-0" ARCHITECT: i a rd u I I o DRAWING TITLE: REVISIONS SEAL: # DATE:1/912025 SCALE: 114"=1'-0" FIRST F L FRAMING PLAN NO. DESCRIPTION DATE , DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC '.41 DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. :r I NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 siol ' oo www.cardullo..com EAST MARION, NY 11939 r PLAN LEGEND 0 EXISTING WALL EXIST. EXIST. EXIST. EXISTING FOOTING HEADER HEADER HEADER — — — — — — — — — — — — — — — EXISTING WOOD FRAMING P NEW BEAM 'p P NEW BEAM/HEADER DIRECTION OF DECK SPAN NEW WALL ABOVE 2ND FLOOR NEW JOIST EXIST. WOOD J ST @ 24"O.C. (VIF) EXIST.WOOD JOIST @ 24"O.C. (VIF) POST UP (BEGINS AT THIS LEVEL) J © POST DN w l (ENDS AT THIS LEVEL) w A- U)Of o NOTES: � w x = X Q 1 SISTER NEW 2x FLOOR FRAMING w w 1. SAWN LUMBER HEADERS SHALL BE GRADE w ujT x NO.2 GRADE OR BETTER. P 2. FOR NEW 2X8 FLOOR JOIST TO BEAM �' SISTER NEW 2x FLOOR FRAMING CONNECTIONS, PROVIDE AND INSTALL SIMPSON LU26 FACE MOUNT JOIST HANGERS. U) o x ¢ W W =EXIST. HEADER Of 1 � w I I � Q > + 1 xW � I w = o I o57< w = N ~ NEW WALL ABO\ L0 0 AL EXIST.WALL ABOV 2ND FLOOR 2ND FLOOR 0 O I � w 1 3 I Uo ww 1 � 1 W = = w } P ( ) 14 11$" VL /3/4 ST L P TE � w UQ Wo l 1 ww ww 1 _ > U O N H U) o I co ww I O _ 0 EXIST. WALL AB( O O 2ND FLOOR NEW WALL ABO\ 2ND FLOOR w a- 0 I I o U) XQ I I ww W W I 1 = I I tl I I EXIST. EXIST. EXIST. EXIST. EXIST. HEADER HEADER HEADER HEADER HEADER j SECOND FL FRAMING PLAN /4"=1'-01, ARCHITECT: i s rd u l l o DRAWING TITLE: SECOND F L F RAM I N G P LAN REVISIONS SEAL: DATE:1/912025 SCALE: 114"=1'-0" CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PCr DWG N0. 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSEtr NEW YORK,NY 10036 240 KNOLL CIRCLE '° T:(212)245-0010 S102 , 00 www.cardullo..com EAST MARION, NY 11939 f ,� PLAN LEGEND 0 EXISTING WALL EXISTING FOOTING NEW WINDOW HEADER NEW WINDOW HEADER EXISTING WOOD FRAMING � - Qp 7� NEW BEAM/HEADER II + II ROOF PITCH = ROOF PITCH DIRECTION OF DECK SPAN I Q NEW RAFTERS I POST UP I �p p (BEGINS AT THIS LEVEL) O O POST DN II w } LU II (ENDS AT THIS LEVEL) II II II II II II I P I II } II II o II I - I Q ROOF PITCH ROOF PITCH II Lu II it � l I I o II u- P II o Q - o ry cq w I Lu I w II II 0 I z �0 � 0- I vAlk l4p, cno w o i <<�� IZ3 w 0 4 ROOF PITCH ROOF PITCH F w o a i�m: LWIG LWRIDE� ooL.J � z � � z w ���'� w I � (D NEW RAF ER06 LP _ O @ 24" O.C. YP.) _ p y cq Ua = I zCL 0 z0- I w II Q II u- I = o u- o O I ROOF PITCH ROOF PITCH O 10 I NEW NEW NEW Lu L — WINDOW HEADER WINDOW H ADER — — —WINDOW HEADER J Q !2 - - - — - - — — — — — — — — — — — — — — — — — — w cn X F- ~ ~ w NEW WOOD RAFTERS SPAC ED AT 2 O.0 d \ p NEEW T G p P YWOO ROOF FRAMING PLAN SCALE: 1/4"=1'-01, ARCHITECT: I a rd u I I o DRAWING TITLE: ROOF FRAMING P LAN REVISIONS SEAL: DATE:1/9/2025 SCALE: 1/4"=1'-0" CNO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC C I DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. * ' NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212) S103 , 00 www. ardullo.0 10 ccom EAST MARION, NY 11939 f PLUMBING NOTES: 1. ALL NEW PLUMBING FIXTURES, FITTING AND ACCESSORIES ARE TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR PER THE MANUFACTURER'S DETAILS AND SPECIFICATIONS. 2. PROVIDE INSULATION AT ALL EXPOSED HOT AND COLD SUPPLY PIPING AS REQUIRED. 3. PROVIDE NEW EMERGENCY SHUT-OFF/CHECK VALVES AT ALL EXISTING AND NEW BRANCH SUPPLY LINES AS REQUIRED. PROVIDE FLUSH METAL ACCESS DOORS AS REQUIRED TO 4"VTR 4"VTR ACCESS VALVES. MAINTAIN ACCESS TO FLASH AS FLASH AS EXISTING PLUMBING SHUTOFFS. REQ'D I REQ'D I ROOF 4. ALL WET AREAS TO RECEIVE 5/8" CEMENTITIOUS TILE BACKER BOARD. ALL DAMP AREAS TO RECEIVE 5/8" MOISTURE-RESISTANT BATHROOM MASTER GYPSUM WALL BOARD. 12 1111 BATHROOM 5. LATICRETE LIQUID-APPLIED WATERPROOFING ANE BE INSTALLED WALL-TO-WALL \ - AT ALL RDAMP OAND WET LOCATIONS (KITCHEN LAUNDRY ROOM 11l" AND BATHROOM)AND TO EXTEND UNDER ALL 2 I 12 I z 2 2 12 1 NEW SHOWER PANS, TUBS, AND APPLIANCES. NEW TLT I I 112 MEMBRANE TO EXTEND 6" UP WALL SURFACES NEW NEW SINK @ION @ NEW I NEW TLT @ I II� NEW SINK AT ALL SIDES. NEW TUB @ I LOCATIO OEW LOCATI N NEW TUB @ NEW SWR @ @ EXST'G 6. THE INSTALLATION AND ALTERATION OF ALL NEW LOCATIO 3„ NEW EXST'G LOCATION EXSTiG LOCATION APPLIANCES, EQUIPMENT AND SYSTEMS 12" DRAIN WM LOCATION 12� SECOND FL REGULATED BY THE NEW YORK CITY FUEL GAS CODE, THE NEW YORK CITY PLUMBING CODE CO 2" 3" CO 311 2" 3" 2" CO AND THE NEW YORK CITY MECHANICAL CODE 3"WASTE LINE 3"WASTE LINE SHALL COMPLY WITH THE PROVISIONS OF BC 28-101.4.3.1. KITCHEN BATH RM 1„ 12° 7. NEW WASTE LINES TO SLOPE 14" PER V-0". 12 8. REMOVAL OF EXISTING PLUMBING TO BE IN ' ACCORDANCE WITH CHAPTER 3 OF THE 2014 111 1" �1t' 111 I NYC PLUMBING CODE. 12" 12 12 12 12 9. NEW PLUMBING IN KITCHEN AND BATHROOMS NEWD LOCATIONNE (NEW SINK @NEW 1NEW TLT 2„ I LAUNDRY ROOM TO BE IN ACCORDANCE WITH CHAPTERS 3, 4, 6, (RELOCATED) (LOCATION NEW SINK @ ENEW XST'G @ EXST'G B @ I & 7 OF THE 2014 NYC PLUMBING CODE. ((RELOCATED) EXST'G I 10. KITCHEN: ALL FIXTURES TO BE REMOVED AND EXST' i LOCATION LOCATION LOCATION RELOCATED. FIXTURE COUNT TO REMAIN THE NEW 4" EXTE IOR NEW SAME. PLUMBING AND VENT LINES TO BE F.A.I. SWR 2„ ;� WIyI 3" FIRST FL EXTENDED TO NEW LOCATION. DWIN 11. PRIMARY BATHROOM: ALL FIXTURES TO BE CO/ O CO CO 2 11 3 11 CO REMOVED AND RELOCATED. FIXTURE COUNT 3"WASTE LINE 3"WASTE LINE TO REMAIN THE SAME. 3-WASTE LINE 12. SECONDARY BATHROOM: ALL FIXTURES TO BE REMOVED AND REPLACED WITH NEW AT EXISTING FIXTURE LOCATIONS. CELLAR 13. LAUNDRY: WASHER MACHINE TO BE A NEW PLUMBING FIXTURE. CO CO 14. OVERALL PLUMBING FIXTURE COUNT INCREASED BY (1) ONE. TO SANITARY EXISTING SYSTEM HOUSETRAP rl-" PLUMBING RISER SCALE: NTS ARCHITECT: I �� I I O DRAWING TITLE. PLUMBING RISER DIAGRAM REVISIONS SEAL: DATE 1/9/2025 SCALE: NTS CNO. DESCRIPTION DATE ' y DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE NEW YORK, NY 10036 240 KNOLL CIRCLE T:(212)245-0010 Q3 Tom , . , www.ciardullo.com EAST MARION, NY 11939 p N Pi 00 -00